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| 1 | SCHEDULE `A\" PART - I (Building Works) is not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only. |
| 2 | Engineering, Procurement & Construction (EPC) of buildings/ structures :-(a) BLAST PEN No 1 :- Design and Constructions of RCC Blast Pen (24.00 Mtr X 30.00 Mtr) with arched roof complete including annexes as per line plan (Drg No CEAF/ADM/SK-10/2025 Sheet 1/3).(b) RCC retaining walls, return Walls and toe walls around annexes including earthen traverse complete.(vi) Water proofing treatment to roof of pen incl annexes.(c) Earth filling over roof of RCC blast pen, annexes and traverse walls, (Surplus earth obtained from excavations from various locations inside MoD land to be used for forming embankment)(d)Provn of Geomeshing over BP and over traverse walls for retaining earth filling.(e) Sliding door (Six leafs) (Each leaf Size -4.15W x 8.3 Ht mtr) for blast pen on both sides with electrically operated motorised system as well as manual operating system incl camouflage paint. (f) Pavement of Blast Pen, exhaust tunnel upto the return walls of earthen traverse and adjacent to exhaust tunnel on both sides of blast pen all as per layout shown on drawing Nos CEAF/STD-479/03 sheet 3/18.(g)MS Channel 100x 75mm inserted at Top of Vift Wall and Blast Pen to Fix the GI wire net of 6mm wire @ 450 c/c for net and return wall to the extent shown on drawing Nos CEAF/STD-479/03 Sheet No. 1/18 and 2/18,(h)Cable ducts with cover upto external face of building and connected manholes inside blast pen including construction, expansion and dummy joints as per pattern shown in drawing No CEAF/STD-479/03 sheet No 18/18 in the floor of blast pen and also in pavement of exhaust tunnels and link taxi tracks on both side of the pen upto the line X-X marked on drawing Nos CEAF/STD-479/03 sheet No 1/18 and CEAF/STD-479/03 sheet No 4/18 complete with all other items all as specified and shown on drawingsNote : (i) Drawing / Line Plan mentioned are for reference only. (ii) The quoted rate shall be inclusive of loading, unloading, bringing soil from various excavation locations of any lead and forming embankments. |
| 3 | Engineering, Procurement & Construction (EPC) of buildings/ structures :-(a) BLAST PEN No 2 :- Design and Constructions of RCC Blast Pen (24.00 Mtr X 30.00 Mtr) with arched roof complete including annexes as per line plan (Drg No CEAF/ADM/SK-10/2025 Sheet 2/3).(b) RCC retaining walls, return Walls and toe walls around annexes including earthen traverse complete.(vi) Water proofing treatment to roof of pen incl annexes.(c) Earth filling over roof of RCC blast pen, annexes and traverse walls, (Surplus earth obtained from excavations from various locations inside MoD land to be used for forming embankment)(d)Provn of Geomeshing over BP and over traverse walls for retaining earth filling.(e) Sliding door (Six leafs) (Each leaf Size -4.15W x 8.3 Ht mtr) for blast pen on both sides with electrically operated motorised system as well as manual operating system incl camouflage paint. (f) Pavement of Blast Pen, exhaust tunnel upto the return walls of earthen traverse and adjacent to exhaust tunnel on both sides of blast pen all as per layout shown on drawing Nos CEAF/STD-479/03 sheet 3/18.(g)MS Channel 100x 75mm inserted at Top of Vift Wall and Blast Pen to Fix the GI wire net of 6mm wire @ 450 c/c for net and return wall to the extent shown on drawing Nos CEAF/STD-479/03 Sheet No. 1/18 and 2/18,(h)Cable ducts with cover upto external face of building and connected manholes inside blast pen including construction, expansion and dummy joints as per pattern shown in drawing No CEAF/STD-479/03 sheet No 18/18 in the floor of blast pen and also in pavement of exhaust tunnels and link taxi tracks on both side of the pen upto the line X-X marked on drawing Nos CEAF/STD-479/03 sheet No 1/18 and CEAF/STD-479/03 sheet No 4/18 complete with all other items all as specified and shown on drawingsNote : (i) Drawing / Line Plan mentioned are for reference only. (ii) The quoted rate shall be inclusive of loading, unloading, bringing soil from various excavation locations of any lead and forming embankments. |
| 4 | Engineering, Procurement & Construction (EPC) ofCovered Garrage with PQC Flooring with allied infra with permanent specification complete all as specified. |
| 5 | Engineering, Procurement & Construction (EPC) of POL with allied infra with permanent specification complete all as specified. |
| 6 | NOTE: Schedule ‘A’ Part II to XVIII items which are Prepriced by MES, Bidders shall insert their lump sum amount in the Green coloured field under Col-7 only. |
| 7 | Lump sum price worked out by the Contractor for “SITE CLEARANCE, EXCAVATION AND EARTH WORK” as listed in Schedule ‘A’Part II |
| 8 | Lump sum price worked out by the Contractor for “INTERNAL ELECTRIFICATION\"” as listed in Schedule ‘A’Part III |
| 9 | Lump sum price worked out by the Contractor for “INTERNAL WATER SUPPLY\"” as listed in Schedule ‘A’Part IV |
| 10 | Lump sum price worked out by the Contractor for “RUNWAY WORK” as listed in Schedule ‘A’Part V |
| 11 | Lump sum price worked out by the Contractor for “ROAD, PATH, CULVERT AND HARDSTANDING” as listed in Schedule ‘A’Part VI |
| 12 | Lump sum price worked out by the Contractor for \"SEWAGE DISPOSAL FOR BLAST PENS” as listed in Schedule ‘A’Part VII |
| 13 | Lump sum price worked out by the Contractor for“AREA DRAINAGE FOR BLAST PENS ” as listed in Schedule ‘A’Part VIII |
| 14 | Lump sum price worked out by the Contractor for“CHAIN LINK FENCING AND GATE ” as listed in Schedule ‘A’Part IX |
| 15 | Lump sum price worked out by the Contractor for“MOORING RING” as listed in Schedule ‘A’Part X |
| 16 | Lump sum price worked out by the Contractor for“(EXTERNAL ELECTRIC SUPPLY WORKS” as listed in Schedule ‘A’Part XI |
| 17 | Lump sum price worked out by the Contractor for “EXTERNAL WATER SUPPLY WORKS” as listed in Schedule ‘A’Part XII |
| 18 | Lump sum price worked out by the Contractor for “LIGHTENING PROTECTION” as listed in Schedule ‘A’Part XIII |
| 19 | Lump sum price worked out by the Contractor for“(MISC RUNWAY WORKS ON EPC MODE” as listed in Schedule ‘A’Part XIV |
| 20 | Lump sum price worked out by the Contractor for “AREA DRAINAGE AND CULVERT FOR AIR FIELD ON EPC MODE” as listed in Schedule ‘A’Part XV |
| 21 | Lump sum price worked out by the Contractor for “ARBORICULTURE FOR AIR FIELD ON EPC MODE” as listed in Schedule ‘A’Part XVI |
| 22 | Lump sum price worked out by the Contractor for“DEMOLITION AND DISMANTLING” as listed in Schedule ‘A’Part XVII |
| 23 | SCHEDULE `A\" PART - XVIII MISC ITEMSis not prepriced by MES and prepriced rates indicates 0.0 under column 6 signified this fact only. |
| 24 | INTERNAL ELECTRIFICATION |
| 25 | Supply and fixing of flameproof cum weather proof flood light fitting of 120W, IP66 protection of Cast Aluminium Alloy material and Heat and Impact resistance toughen \"A\" clear glass having Anti corrosive epoxy powder coated finish complete with all accessories pre wired lumen, efficacy not less than 100 lumen/watts complete all as specified and directed. |
| 26 | Supply & fix flame proof, zone-I &II, Gas Group II A/IIB, weather proof DB TPN 415 volts 4 way with busbar in cast aluminium LM-6 enclosure operated externally spring type knob complete with suitable incoming and outgoing cable entries with cable glands suitable for hazardous area and confirming to IS-2147/62 neoprene gasket degree of protection IP-65 suitable for MCCB TPN 63 Amps-1 Nos (incoming) and MCB SPN 32 Amp-6 Nos complete all as specified and directed. |
| 27 | Supply & fix flame proof, zone-I &II, Gas Group II A/IIB, weather proof DB SPN 240 volts 8 way with busbar in cast aluminium LM-6 enclosure operated externally spring type knob complete with suitable incoming and outgoing cable entries with cable glands suitable for hazardous area and confirming to IS-2147/62 neoprene gasket degree of protection IP-65 suitable for MCCB SPN 32 Amps-1 Nos (incoming) and MCB SPN 6-32 Amp-6 Nos complete all as specified and directed.Make: Shyam of Qvt Flexpro/ Sudhir. |
| 28 | Supply & fix flame proof, zone-I &II, Gas Group II A/IIB, weather proof DB SPN 240 volts 4 way with busbar in cast aluminium LM-6 enclosure operated externally spring type knob complete with suitable incoming and outgoing cable entries with cable glands suitable for hazardous area and confirming to IS-2147/62 neoprene gasket degree of protection IP-65 suitable for MCCB SPN 20 Amps-1 Nos (incoming) and MCB SPN 32 Amp-6 Nos complete all as specified and directed.Make: Shyam of Qvt Flexpro/ Sudhir. |
| 29 | S&F Exhast fan flame proof 300mm sweep (12\") with louvers, 0.25 HP motor, single phase, 230V, Gas Group IIA, IIB, IIC as per IS/IEC 60079-1: 2014, RPM not less than 1400, copper winding, including fixing accessories complete all as specified and as directed. |
| 30 | S&F ERW stove enamelled black rigid conduit of size 25mm dia including inserting communication/cable TV wire complete all as specified and as directed. |
| 31 | RUNWAY WORK |
| 32 | M&L for mechanically laying self adhesive glass grid (1.50 mtr wide with 100 KN/m longitudinal and transverse strength) complete all as directed by Engr-in-Charge. |
| 33 | M&L for laying SAMI layer using PMB @ 9 Kg/10 Sqm and 8 to 10 mm chips @ 7 Kg / Sqm over mechanically laid glass grid complete all as directed by Engr-in-Charge. |
| 34 | Repairs to concrete pavements by cutting the damaged, spoiled edges in concrete pavements slabs to rectangular cross section with diamond tip cutters, removing all loose and foreign materials to a distance exceeding 500 metres but not exc 1 Kilometer, cleaning surface thoroughly with wire/coir brushes and then cleaning the surfaces with compressed air by compressors, priming the surface with Dencote primer 601 and filling with epoxy resin Denpatch and including form work wherever required in taxi track all as specified and as directed by Engineer-in-Charge. Make DENSON/NGI /STP LTD /Tikki Tar / Danosa (India) Pvt Ltd. |
| 35 | M & L for preparing new concrete surface and painting lines, dashes (continuous/uninterrupted arrows, letters,etc exceeding 10cm width with three coats of water based road marking paint (reflective type) having ISI Mark of IS: 164 (1981) in white, golden, yellow, orange or red colour over a coat of primer complete all using mechanised runway marking and painting equipment complete all as specified and as directed. |
| 36 | M & L for Preparing new concrete surfaces and painting lines, dashes(continuous/uninterrupted arrows, letters,etc not exceeding 10cm width with three coats of water based road marking paint (reflective type) ISI Mark of IS: 164 (1981) in white, golden, yellow, orange or red colour over a coat of primer complete all using mechanised runway marking and painting equipment complete all as specified and as directed. |
| 37 | Preparation of new brick / stone/concrete/ plastered surfaces of any description not otherwise described over 10 cm width or girth and applying two coats of weather proof exterior emulsion paint over a coat of pink primer complete all as specified. |
| 38 | M&L for crushing the demolished PQC/PCC structures (obtained from demolition quantity) and screening, segregating and stacking the aggregates and like material found by mechanical means using stone crusher to required grading (grading02 of Table 400-9 of MORTH), removing the wastages and depositing where directed including loading/unloading, levelling, watering and well ramming using tandem roller (static and vibratory) in layers not exc 20 cm for filling formation by maintaining proper slope and camber as required, completeall as specified and as directed. (Note:- Removal of wastage shall be measured and paid in respective items of BOQ)/ Sch \"A\". |
| 39 | M&L for GSB (Granular Sub base) 250mm compacted thickness grade V as per TI:09/2018/Table 400-2 of MORTH Specification/ IRC Specificationin one layer over compacted sub grade using recycled aggregate obtained from demolition of PQC item at site,filled and specified grading rolled and compacted using tandem vibratory roller & transverse gradientto required gradient & camber to achieve field compaction of at least 98% of MDD (maximum Dry Density) determined using modified proctor density determination method as per IS code and CBR (Minimum 30) as per MORTH, complete all as specified and directed. Note : (i) GSB obtained from crushing of PQC as specified will only be reused after verification of crushing strength from approved Govt lab only. (ii) Verified GSB shall be used at NLB and non Aircraft Manauvering area only. |
| 40 | RUNWAY MISCL |
| 41 | Supply and fixing (as in replacement) visibilities DTGM boards (two aspect display / sign board), each comprising and inclusive of the following work :-(a) DTGM board made out of 4 mm thick black engineering plastics, having monolithic structure to withstand temperature variation from extreme cold environment to sweltering hot condition of triangular shape of size 5’x 4’ (Height - 5’ andbase width -4’) in black background. (b) main frame shall be made of angle iron 50 x 50 x 6 mm duly painted with anti-corrosive paint of superior quality over a coat of zinc chroma primer.(c) Frame (iron) shall be pitched into metal conduict of appropriate size / dia (as per manufacturer\"s instruction), 600 mm long, embedded in PCC block (type B-1) of size 150 x 150 x 750 mm including necessary excavation and earth in any type of soil. (d) The DTGM board sheets should be designed with eight equal spaces holes of 100 mm dia to reduce resistance to wind, ensuring that the board withstands fatal windforce.(e) Wooden bracing of size 50 mm x 15 mm thick shall be of 1st class HW duly painted with two coats of synthetic enamel paint over a coat of primercomplete all as specified and directed.Notes:-(i) Structure shall be specially reinforced with antimony Trioxide and Methlamine acrylate to withstand high velocity wind.(ii) Sketches showing front and rear view of DTGM board & letter shall be displayed.(iii) The numerals will be written with orange retro reflective tape.(iv) An area of one foot from the base is not to be used for writing numerals / letters to cater for growth of grass/ vegetation on runway and taxi way shoulders.(v) All markers shall meet frangibility criteria and shall be illuminated during night so as to make them clearly visible to pilot.(vi) Make of DTGM shall be Tata/YPR/AMA/NASU. |
| 42 | Dismantling, refixing and making change in DTGM face number on one side of existing DTGMs with orange Retro Reflective tape as per standard dimensionscomplete all as specified and directed. |
| 43 | Supply and fixing internally illuminated Airfield LED based Mandatory / information Guidance Sign Boards of various sizes made out of 4mm thick glare free poly carbonate sheet at front facia and 2mm thick anodised aluminium sheet at back side with Sec lead, Aluminium Mountinig leg, CI Base with Coupling, stainless steel Clamps and stainless steel Nuts, isolation transformer as per reqmt complete all as per ICAO standard incl taking down of existing sign boards complete all as specified and directed.(Make: Tata/ YPR/AMA/HONEYWELL/THREE D INTEGRATED SOLUTIONS / VERDHMAN AIRPORT) |
| 44 | Material and labour for sand passing from 4.75mm and retained on 1.18mmspreaded and levelled for Soft Ground Arrestor (SGA), complete all as specified and as directed. |
| 45 | Cleaning and taking out silt, liquid water sludge in solid / semi solid state from runway culvert60 Mtr long,of width 1.2 mtr and avg depth 1.20 mtr carrying the Nos of cable mannually and with high jet water pressure with mechanicaly operated high pressure pump with water tank of capacity 12000 Ltrand removing the same to a distance exc 1.5 Km but n exc 5.00 kmin low laying area complete all as directed by Engr -in- ChargeNote : (a) It is contractor\"s responsibility to repair any damage to caused to the cables without claiming any extra on this account. |
| 46 | Supply and fixing for End caps / Plug for 100 mm dia HDPE Pipes PN 10 complete all as specified and directed. |
| 47 | Supply and Fixing for copper cladded steel pull wire 3mm diafixed inside the HDPE pipe fixed atEnd caps / Plug for cable pulling complete all as specified and directed. |
| 48 | Supply and fixing 100 mm dia high density polyethylene pipes (HDPE) of pressure rating 6 kgf/cm2 complete all as specified. |
| 49 | EXTERNAL ELECTRIFICATION |
| 50 | Supply, installation and commmissioning of LT out door loop in loop out panel board (feeder box) with sloping canopy of size 1000mmx500mmx300mm made out of 3.15 mm thick CRCA sheet duly painted with two coat of powder coated paint over a coat of red oxide primer, front and rear hinged doors mounted on 40x40X6 mm MS angle iron frame 90 cms height erected in ground with PCC foundation 1:4:8 type D2 using with 40mm stone aggregate including supply and fixing insulated aluminium bus bar of size 50x 10mm for three phase and neutral 200mm length respectively mounted on insulators and terminating with suitable cable with glands and provision of the following :-INCOMING(a) MCCB 125 Amps, 4 pole, 415 Amps, 50 Hz of breaking capacity 25 KA - 01 No. OUTGOING(b) MCCB 63 Amps, 4 Pole, 415 Amps, 50 Hz of breaking capacity 16 KA - 02 No (for BP-1&2). (c) MCB 6-32Amps, SPN, 230 Amps, 50 Hz of breaking capacity 10 KA -01 No (for POL store). METERING(d) Voltmeter 0-500V with selector switch -01 No.(e) Ammeter 0-500A with suitable CT and selector switch -01 (f) LED lamp (R,Y,B) - 01 Set |
| 51 | Boring of holes under road, pavement, hard standing by trenchless technology using ultra sounding |technique and necessary machine including HDPE pipe of 150 mm dia suitabie ror 0.4 mpa working pressure complete all specified and directed. |
| 52 | Supply and fixing terminal box made out of SMC with hinged door and locking arrangements of size 200x140x95mm Including, bakelite 4 way connector, M S Clamps suitable for pole, PCC/MS/GI/rail etc. with bolt. nut and washer, electrical connections including one MCB SP 6 Amps, B Curve, 10 KA rupturing capacity complete all as specified and as directed. |
| 53 | Supply and fix cable route indicator made out of 3 mm thick MS sheet of suitable size (as approved by Engr-in-charge) duly painted with two coats of black paint over a coat of red oxide primer and writing cable direction, Nature of cable (i.e MAFI, MRS, Sub station etc.), size of cable (in SQMM), type of cable (LT cable) with white paint, mounted on angle iron 40x40x3 mm, angle height 45 cm, (30cm below ground level) with PCC 1:2:4, type B1 using 20 mm graded aggregate for 20cmx20cmx15cm all as specified and as directed. |
| 54 | EXTERNAL WATER SUPPLY |
| 55 | Construction of brick masonry valve pit of size 600x600x 600mm with and including MS sheet cover fabricated from 3 mm thick MS sheet and frame of angle iron 40 mm x 40 mm x 5 mm with fixing arrangement hinges and locking arrangement and painting two coats of synthetic enamel paint over a coat of red oxide primer on MS cover and frame including necessary excavation and earth work in any type of soil, returning, filling in approved soil, disposal of surplus soil to a distance not exceeding 50metre, 150 mm thick PCC 1:4:8 type D-2 using 40 mm graded stone aggregate as in foundation, brick work using pulverized fuel ash lime bricks in cement mortar 1:6, 15 mm plastering in cement mortar 1:4 both internally and externally, 100 mm thick PCC 1:2:4 type B-1 using 20 mm graded stone aggregate as in flooring complete all as specified. |
| 56 | LIGHTENING PROTECTION |
| 57 | M&L for Aluminium round block size of 25mm diax50mm long having outside thread at one end to be fixed on the top of GI socket & inner thread 12mm for Air termination suitable arrangement fixing the Aluminium strip complete all as specified and directed. |
| 58 | AIR CONDITIONING |
| 59 | Supply & install hi wall inverter split units indoor/outdoor 1.5 TR capacity complete with cordless remote control unit and with in built air ioniser and Plasma filter for better indoor air quality with minimum 5 star rating and EER 3.2, complete all as specified and directed. |
| 60 | Supply, fixing, jointing and testing copper tubing with nominal diameter 1/4 inch of suitable thickness including expanded polythene foam insulation for external insulation for liquid line to connect with out door unit complete all as specified and directed. |
| 61 | Supply, fixing, jointing and testing copper tubing with nominal diameter 1/2 inch of suitable thickness including expanded polythene foam insulation for external insulation of for suction line for connecting with outdoor considering unit complete all as specified and directed. |
| 62 | Material and labour for fabircation of base stand from MS angle iron of size 50mmx50mm, 6mm thick including necessary nuts, bolts & washers for mounting of outdoor unit of 1.5 TR capacity split AC complete all as specified and directed. |
| 63 | Supply and fix PVC non-metallic flexbile pipe of size 20mm dia alongwith fixing accessories such as saddles, pipe hook etc, for draining out the water from indoor unit complete all as specified and as directed. |
| 64 | Supply and fix three core PVC cable, FRLs with copper conductor round cable 2.5 sqmm complete all as specified. |
| 65 | Supplying and laying High-density polyethylene (HDPE) Permanent Lubricated (PLB) duct pipe of 63mm outer dia, 53mm inner dia, wall thickness not less than 4.5mm complete all as specified and directed. |
| 66 | AFLS |
| 67 | Execution of complete DGPS survey through expert agency for identification of co-ordinates (X,Y,Z) of all existing runway and taxi lights and preparation of report duly approved from AF auth and will be submitted to GEcomplete all as specified and directed.Note :- (a) After completion of the survey the complete report along with drawing shall be submitted by the contractor to GE.(b) Before removal of AFLS, the rep of Air Force authority will check the actual position of AFLS with the help of DGPS survey conducted by the contractor & cost of the same is deemed to be included in quoted rate. After approved DGPS survey, carefully dismantling and taking out existing Runway light fitting with Shallow base of inset type and elevated type as per DGPS survey (X,Y,Z coordinates) in presence of rep of user, including core cutting, disconnecting all electric wiring carefully and includes transportation from runway site upto CCR section store for safe handing over to the Air Force Auth, all as specified and directed for the following :-(c) After dismantling / removal of the AFLs the same shall be deposited to AF authority in the presence of rep of GE(d) The execution agency for DGPS survey and AFLS works shall be from any one firm as below:-(i) TATA Advanced System Ltd-Bombay (ii) M/s AMA Pvt Ltd (c) M/s Honeywell Automation Ltd (iii) M/s Three D Integrated Solutions Ltd (iv) M/s YPR Engineering Solutions Pvt Ltd & (v) Vardhaman Airport Solution Pvt Ltd. (e) The contractor shall submit a copy of MoU with execution agency on Rs 100.00 stamp paper duly signe by both the party before execution of work. The contractor shall submit invoice from the execution agency after execution of work. |
| 68 | Dismantling & removal of AFLS and deposting the same to AF authority in presence of the rep of the GE of the following lights:- |
| 69 | Removal of Inset Lights 8 inch |
| 70 | Removal of Inset lights 12 inch |
| 71 | Removal of Elevated lights |
| 72 | Removal of PAPI Lights |
| 73 | Removal of Elevated Omni directional taxiway edge Blue light |
| 74 | Dismantling of MS boxes (TH boxes) and outer concrete cover from existing position using suitable breaking including disconnection earth wire which includes transportation from the runway site upto CCR section store for safe handing over to the Air Force Authcomplete all as specified and directed.Note : The unit rate shall be deemed to be inclusive of necessary cutting/demolition of PCC plinth for taking out of MS boxes (TH boxes). |
| 75 | Dismantling of existing Isolation Transformer from existing position including disconnection earth wire including transport from the runway site upto CCR section store for safe handing over to the Air Force Auth in presence of rep of GE, complete all as specified and directed. |
| 76 | Re-Installation of existing Runway light fitting with shallow base of following type, at same location at new raised surface of runway including transportation to the runway same site from CCR section store, DGPS survey marking (X, Y, Z coordinates) in presence of rep of user and submission of completion drawing for approval of user, including compaction and ramming the surface and making good the existing surface with adequate materials to match the existing surface, coring by core cutting eqpt on rigid/flexible pavement upto cutting circular hole of suitable dia and suitable depth or as required for fixing existing fitting lights in PQC rigid/flexible pavement of runway as per requirement for fixing of light fitting and precise alignment all as specified and directed for the following :- |
| 77 | Note :- (i) Before re-installation of the AFLS, the same shall be collected from AF authority in the presence of rep of GE. (ii) After Re-installation of AFLS, BOO will check the actual position of AFLS with the help of DGPS survey conducted by the contractor & cost of the same is deemed to be included in quoted rate. (iii) Inner core cutting rates shall be deemed to be included in the qouted rate of the item.(iv) The cost of in-field photometric test for measurement of intensity, beam(4 Cs i.e. Configuration, Colour, Candela and Coverage) of the Airfield Ground Lights for inset type Runway and stopbar lights etc. as per ICAO/CA requirements by using vehicle mounted mobile testing equipment, including submission of test reports etc. complete as required deemed to be included in quoted unit rate.(v) AFLS lighting work should be done by any one firm as below:-(a) TATA Advanced System Ltd-Bombay (b) M/s AMA Pvt Ltd (c) M/s Honeywell Automation Ltd (d) M/s Three D Integrated Solutions Ltd (e) M/s YPR Engineering Solutions Pvt Ltd & (f) Vardhaman Airport Solution Pvt Ltd.(vi) The contractor shall submit MOU/ Agreement with any of the OEM/ company from wire the contractor will execute the air field lightening system before execution of work. |
| 78 | Re-installation/ fixing only of Inset lights 8 inch |
| 79 | Re-installation/ fixing only of Inset lights 12 inch |
| 80 | Re-installation/ fixing only of Elevated lights |
| 81 | Re-installation/ fixing only of PAPI lights including all accessories |
| 82 | Re-installation/ fixing only of elevated taxiway light |
| 83 | Re-Installation of MS boxes (TH boxes) on existing position using suitable cutting including connection earth wire which includes transport from the AF authority to runway sitecomplete all as specified and directed.Note : (i) Height of existing MS box will be maintained according to new level of runway or surrounding surface by using collar/extension box. (ii) if required, necessary dummy plates, gasket and M10 bolts are to be provided.(iii) Dummy plates, gasket and M10 bolts shall be issued by AF auth. |
| 84 | Installation of Isolation Transformer of various rating at existing position including connection of earth wire which includes transportation from CCR section store to the runway site complete all as specified and directed. |
| 85 | Dismantling of existing 50mm dia HDPE pipe including accessories and handing overto AF auth for their further dispoal complete all as specified and as directed. |
| 86 | Supplying and laying 50mm dia HDPE pipe (for primary cables) of pressure rating PE-100, PN-10 complete all as specified and directed.Note : (i) 50 mm HDPE pipe elbow cap, coupler and end cap rate are deemed to be included in the quoted rates as required.(ii) Excavation, sand filling, removal etc. earth work required will be measured and paid separately under relevant items. |
| 87 | Supply and laying of 40mm GI Pipe, heavy grade (ISI Marked) \"C\" class with GI fittings (elbow socket & T joints as required) including making Groove with diamond cutter blade machine of width 60 mm and depth minimum 450mm upto top of conduit from the finished grade in Bitumious /Concrete/NLB/Soil, and carefully removing old existing material by means of chieselling/demolition including disposal of rubbish to a distance exceeding 500m but not exceeding 1 Km, cleaning with blower, epoxy applied by sprayer and pipe should be plugged on both side with end cap including pulling rope. GI pipe shall be laid in groove and balance portion filled with Dense Asphaltic Concrete Gd-I/Existing Material duly compacted well using proper compaction tools as specified and as directed by Engr-in-Charge. |
| 88 | Labour only for laying and testing of AFLS Primary XLPE cable of 1 core x 6 Sqmm, to be laid in newly placed conduit complete all as specified and as directed .Note : (a) Old primary cable will be deposited to CCR section store for further disposal action by AF auth and cost of transportation deemed to be included in quoted rates.(b) New cable for laying shall be provided by the AF auth and cost of transportation from CCR section store to runway site deemed to be included in quoted rates. |
| 89 | Dismantling and taking out existing primary cable (1x6 sqmm) and secondary cable of size 1x 4 sqmm and handing over to AF auth for their further disposal complete all as specified and as directed. |
| 90 | Labour only for laying and testing of AFLS Secondary XLPE cable 1 core x 4 Sqmm, to be laid through newly laid GI Pipe complete all as specified and as directed.Note : (a) Old secondary cable will be deposited to CCR section store for further disposal action by AF auth and cost of transportation deemed to be included in quoted rates.(b) New cable for laying shall be provided by the AF auth and cost of transportation from CCR section store to runway site deemed to be included in quoted rates.(c) Cost of pulling secondary cable inside GI pipe by pulling wire/rope deemed to included in quoted rate. |
| 91 | M&L for earthing complete with galvanised steel pipe electrode, 40mm bore, medium grade, 2.5mtr length, buried directly and preferably vertically in ground with top edge not less than 1.25 metres below ground level connected with earthing lead of 4mm dia galvanised iron wire all as shown in plate No. 2 of MES Schedule Part-I to the earthing test point including charcoal, salt as per adequate proportion all as specified and indicated including testing on completion as directed.Note : Drawing showing location of all earthing pits shall be submitted to AF authority for their records. |
| 92 | M&L for earth continuity conductor or main earthing lead fixed to wall on batten or recess or chases or buried in ground or drawn in conduit/pipe or fixed to poles or any other indicated situation for loop earthing to be of 8 SWG galvanised iron including taking out old earthing GI wire complete all as specified and directed. Note : Existing old GI wire will be deposited to CCR section store for further disposal action by AF auth and cost of transportation deemed to be included in quoted rates complete all as specified and directed. |
| 93 | Horizontal Boring holes 1 to 2 m deep in soil for under road/pavement/runway/taxi surfaces by trenchless technology using ultra sound technic and necessary machine and getting out and disposal of spoil to a distance of n exc. 50 m, boring of hole for 50mm dia HDPE pipe complete all as specified and directed.Note : HDPE pipe shall be measured and paid separately under relvent item. |
| 94 | Dismantling and taking out existing Primary cable connector and handing over to AF auth for their further disposal complete all as specified and as directed. |
| 95 | Installation, jointing and testing Primary Connector kit for 1C x 6 Sqmm cable from primary cable to Isolating transformer plug and receptacles type unscreened cable conductor type complete all as specified and as directed (for primary cable to secondry cable connection). Note : Connectors will be supplied by AF Auth. |
| 96 | Dismantling and taking out existing Secondary cable connector and handing over to AF auth for their further disposal complete all as specified and as directed. |
| 97 | Installation, Jointing and testing Secondary Connector kit for 1C x 4 Sqmm cable from Isolating transformer to Secondary cable plug and Receptacle type unscreened cable conductor size 4 to 6 Sqmm type having the cable dia 4mm complete all as specified and as directed (for secondry cable to inset light connection).Note : Connectors will be supplied by AF Auth. |
| 98 | Supply and lay dry river sandincluding spreading, levelling, punning for cushioning with a layer 200mm thick in trench/duct complete all as specified and as directed by Engr-in-Charge.Note : For measurement purpose punned thickness shall be considred for payment. |
| 99 | AREA DRAINAGE AND CULVERT (ON EPC MODE) |
| 100 | M&L for supplying and laying of Precast Factory Made RCC U-Shape Strom water drain having in to in dimension with top and bottom thickness as per design requirement.The load carrying capacity is for heavy vehicle or Light Vehicle wheel load confirming to BIS/JIS having high performance self-compacting concrete M-40 cylindrical strength/M-50 Grade cube strength and Fe500D/Fe550D reinforcement.The product shall be manufactured in wet-cast method and dully steam cured for accelerated curing.The precast utility duct must be factory made and supplied to the project site.Its design must consist of special in-built inlet at appropriate location for fixing de-shacke for mechanical installation, including supply transportation, installation of specific location at site in line, level, gradient and plumb with necessary testing commissioning and filling cement slurry between two segment joint etc complete all as specified and directed.Note (a) The unit rate quoted shall include crane of hydra for laying drains. (b) Once the precast drains are on site (+,-) of Each lot will be subjected to rebound hammer test + compressive testing (c) Certificate from OEM with each batch for authenticity. |
| 101 | M&L for precast factory made RCC cover slab of having high performance self-compacting concrete M-40 cylindrical strength/M-50 Grade cube strength and Fe500/Fe550D reinforcement.The product should be menufactured in wet-cast method and duly steam cured for accelerated curing.The precast utility duct must be factory made supplied to the project site complete all as specified. |
| 102 | ARBORICULTURE (ON EPC MODE) |
| 103 | Material and labour for Turfing and developing of lawn with first quality BERMUDA GRASS / KIKUYU GRASS of approved superior quality byremoving all the unwanted material such as stones, weeds, trees root etc which are not suitable for healthy growth of grass, treating the ground surfaces with approved insecticides as per Horticulture Engineer instruction and filling with a mixture of approved agricultural soil, cattle yard manure (or) vermin compost and river sandin 1:2:4 proportion and laying thickly matted Bermuda Grass / Kikuyu Grass turf , ramming to the required levels, spreading river sand and treating the surface with insecticides as recommended doses and irrigating with water, complete all as specified and directed. |
| 104 | SEWAGE DISPOSAL FOR BLAST PENS |
| 105 | S&F LLDPE conventional type septic tank for 25 users designed to carry sewage and sullage water, excavation in anytype of soil, PCC 1:4:8 below foundation, Vent shaft, connection etc., complete all as specified. |
| 106 | Soakage wells exc, in ordinary soil, foundation in PCC 1:3:6, wells of honey combed and solid in M-25 Concrete, including intercepting chamber, screen chamber brick work in CM, RCC cover slab in M-25 / Filling with brick bats, complete of size 1.8 M dia X 3.0M deep. ( refer Drg No CEJZ/STD-301/90 SHEET No 1/4to 4/4) complete all as specified and as directed. |
| 107 | DEMOLITION |
| 108 | Demolition of PQC as in repair of slabs by cutting of exising PQC slab with diamond cutter up to a max depth of 300 mm incl removal of PQC outside MoD land complete all as specified and directed. |
| 109 | Dismatling and taking out existing tarmac lights (LED flood lights) alongwith pole (GI Pipe) and hand over to JE E/M be to kept in E/M store yard for re-use and re-fix the lights at same places after completion of runway resurfacing work complete all as specified and as directed. |
| 110 | Demolition of existing bitumen surfaces of any description and in any other position not otherwise specifically provided for using cold milling machinecomplete all as specified and directed. |
